Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges-Reference-Cited by-同舟云学术

Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges

Published:2003-11 Issue:6 Volume:8 Page:405-415
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Stewart Mark G.¹,Val Dimitri V.²

Affiliation:

1. Associate Professor, Centre for Infrastructure Performance and Reliability, School of Engineering, The Univ. of Newcastle, Newcastle, NSW 2308, Australia.

2. Senior Lecturer, Dept. of Civil and Environmental Engineering, Technion, Technion City, Haifa 32000, Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282003%298%3A6%28405%29

Reference23 articles.

1. Cover cracking as a function of bar corrosion: Part I-Experimental test

2. Astudillo R. (2002). “BRIME: Basis for a European bridge management system.” 1st Int. Conf. on Bridge Maintenance Safety and Management Barcelona Spain (CD-Rom).

3. Bjerrum J. Jensen F. M. and Enevoldsen I. (2002). “The owner’s perspective in probability-based bridge management.” 1st Int. Conf. on Bridge Maintenance Safety and Management Barcelona Spain (CD-Rom).

4. Cady P. D. (1985). “Bridge deck rehabilitation decision making.” Transportation Res. Record No. 1035 13–20.

5. PFA concrete: chloride-induced reinforcement corrosion

Cited by 51 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Modeling of Chloride Spatial Variability in a Reinforced Concrete Wharf from Onsite Measurements;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2024-09

2. Predicting the shear strength of rectangular RC beams strengthened with externally-bonded FRP composites using constrained monotonic neural networks;Engineering Structures;2024-08

3. Uncertainty quantification of semi-destructive testing for chloride content assessment for a concrete bridge in maritime environment;Frontiers in Built Environment;2023-04-21

4. Added value of monitoring for the maintenance of a reinforced concrete wharf with spatial variability of chloride content: a practical implementation;Structure and Infrastructure Engineering;2022-05-24

5. Integrated approach based on non-destructive technique and numerical simulation for assessment of corrosion in bridge;Journal of Building Pathology and Rehabilitation;2022-02-27